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HomeMy WebLinkAboutAPPROVED LIPP PROPOSED POOL AND DECK_unlocked (1) Sheet 1 of 2(Sketch of Survey)-See Sheet 2 of 2 for Legal Description,Certifications,Property and other Survey related data.SURVEY IS NOT COMPLETE WITHOUT ALL SHEETS i SET IRON ROD# G� WTNE5S CORNER OOQO OFFSET 15.00'EAST 40 <b AERIAL PHOTOGRAPH Gp (MAY NOT SHOW LATEST IMPROVEMENTS) (NOT-TO-SCALE) 0.5'WOODg 32�0 5 SEAWALL LOT 1 BLOCK 39 g3 R6 ' N °�� POOL Fo `90 0 PUMP "" E 05 `rP j S oo SET IRON ROD 4 OQ05�Oe00� s SCALE A"=30' CAP P.S.M.#5639 4'WALL WITNE55CORNER tip. ONE STORY oFFSET 15.oa EAsr s�� � CP RE51DENCE ABC # 129 :�02 2 POINT OF CURVE 30�0 LOT 6 2.65 �00 2�d a AT LOT 14 BLOCK 39 COVERED � 0A� CONCRETE FOUND IRON ROD ON, %/ 35 / DRIVEWAY 4 CAP NO I.D. 0 LOT 17 BLOCK 39 25'BUILDING �°��.�Ck� SETBACK LINE GPI 6y�P FOUND IRON ROD \� o� P v d CAP NO I.D. �° o "P �P BEARING REFERENCE: WM �o NORTH LINE OF NE NARANJA AVENUE AS N.71o30'00"E. Q,�P ALL BEARINGS SHOWN HEREON REFERENCED THERETO. "CP"=CONTROLLING POINT POINT OF ROTATION "HFA"=HELD FOR ALIGNMENT ALL OTHER MONUMENTATION AND IMPROVEMENTS RELATIVE THERETO Platted Easements,Notable or Adverse Conditions(unplatted easements also listed if provided by client):IF APPLICABLE,RECIPIENTS OF THIS SURVEY SHOULD REVIEW THE POSITION OF ANY FENCE LINES SHOWN HEREON AND THEIR RELATIONSHIP TO THE BOUNDARY LINE -NOTE#6 AS SHOWN SAID PLAT STATES"UTILITY EASEMENTS ARE LOCATED ALONG LOT LINES AS DESCRIBED IN RESTRICTIVE COVENANTS RECORDED BY SEPARATE INSTRUMENT"AND HAVE NOT BEEN SUPPLIED TO,OR RESEARCHED BY THIS OFFICE. PRIOR JOB#:89521-SE This survey has been issued by the following Elevations,If shown: Revisions: Job No.:123489-SE Date of Field Work:04/30/2018 1 Drawn by:B.ZAB Landtec Surveying office: 08/16/2021 700 W. Hillsboro Blvd. Suite 4-100 Benchmark: XXXXXXXX SITEPLANONLY-SG Deerfield Beach, FL 33441 Benchmark Elev.: XXXX L.-,A1�!D 1 EC— Office: (561)367-3587 Fax: (561)465-3145 Benchmark Datum: XXXX S U R V E Y I N G Proudly Serving Florida's Land Title&Real Estate Industries Elevations on Drawing are in: ..- measua6y getter, www.Landtecsurvey.com N.G.V.D.29❑N.A.V.D.88❑ Sheet 2 of 2(Survey Related Data)-See Sheet 1 of 2 for Sketch of Survey,SURVEY IS NOT COMPLETE WITHOUT ALL SHEETS TYPE OF SURVEY: I PURPOSE OF SURVEY(SEE GENERAL NOTES BELOW): O BOUNDARY ❑ CONSTRUCTION ❑ CONDOMINIUM ❑ ALTAINSPS ❑ TOPOGRAPHIC ❑ SPECIALPURPOSE Property Improvements - LEGAL DESCRIPTION: Lot 16, Block 39, RIVER PARK UNIT 4, as recorded in Plat Book 11, Page(s) 9, according to the plat thereof on file in the office of the Clerk of the Circuit Court in and for St. Lucie County, Florida. PROPERTY ADDRESS: 129 NE NARANJA AVENUE PORT SAINT LUCIE, FL 34983 INVOICE NUMBER: 123489-SE DATE OF FIELD WORK: 08/16/2021 CLIENT FILE: CERTIFIED TO DANIEL LIPP FLOOD ZONE: X FLOOD MAP: 12111C PANEL: 0280 SUFFIX: J PANEL DATE: 02/16/2012 PLATTED EASEMENTS,NOTABLE OR ADVERSE CONDITIONS(UNPLATTED EASEMENTS ALSO LISTED IF PROVIDED BY CLIENT); IF APPLICABLE,RECIPIENTS OF THIS SURVEY SHOULD REVIEW THE POSITION OF ANY FENCE LINES SHOWN HEREON AND THEIR RELATIONSHIP TO THE BOUNDARY LINE. - NOTE #6 AS SHOWN SAID PLAT STATES "UTILITY EASEMENTS ARE LOCATED ALONG LOT LINES AS DESCRIBED IN RESTRICTIVE COVENANTS RECORDED BY SEPARATE INSTRUMENT" AND HAVE NOT BEEN SUPPLIED TO, OR RESEARCHED BY THIS OFFICE. ABBREVIATION LEGEND(SOME ITEMS IN LEGEND MAY NOT APPEAR ON DRAWING): SYMBOLS(SOME ITEMS IN LEGEND MAY NOT APPEAR ON DRAWING-NOT TO SCALE): LINETYPES: A OR AL=ARC LENGTH DE=DRAINAGE EASEMENT P=PLAT QTR=QUARTER =UTILITY POLE ®=WELL BOUNDARY B.S.L=BUILDING SETBACK LINE EL OR ELEV=ELEVATION PC=POINT OF CURVE R=RADIUS # =LIGHT POLE CENTER LINE =HANDICAP PARKING SPACE BUILDING CIO=CLEANOUT EM=ELECTRIC METER PCC=POINT OF COMPOUND CURVE RNG=RANGE CA=CENTRAL ANGLE FIR FOUND IRON ROD PH=POOL HEATER SEC SECTION ® =CATCH BASIN R =PARTY WALL EASEMENT CAN=CABLE TV RISER FN=FOUND NAIL PI=POINT OF INTERSECTION TR=TELEPHONE RISER =FIRE HYDRANT NC=AIR CONDITIONER =SEC,QTR.CORNER CHAIN LINK FENCE —x—x— CF=CALCULATED FROM FIELD FND=FOUND POB=POINT OF BEGINNING TWP=TOWNSHIP Vr CH=CHORD DISTANCE HFA=HELD FOR ALIGNMENT POC=POINT OF COMMENCEMENT UE=UTILITY EASEMENT ® =MANHOLE ®=SEPTIC LID WOOD FENCE —��—��— CONC.=CONCRETE L=LEGAL DESCRIPTION PP=POOL PUMP UP UTILITY POLE CP=CONTROLLING POINT M=MEASURED PRC=POINT OF REVERSE CURVE WM=WATER METER 0 =WATER VALVE X =ELEV.SHOT =SECTION CORNER PLASTIC FENCE ti o CR=CALCULATED FROM RECORD OHC=OVERHEAD CABLE PT=POINT OF TANGENCY WV WATER VALVE DYM=WATER METER OVERHEAD CABLE — —GENERAL NOTES: 1.THIS SURVEY E BASED UPON RECORD INFORMATION PROVIDED BY CLIENT.NO SPECIFIC SEARCH OF THE PUBLIC RECORD HAS BEEN MADE BY THIS OFFICE UNLESS OTHERWISE NOTED. 2.AS INDICATED ABOVE,UNDER"PURPOSE OF SURVEY",IF THIS SURVEY HAS BEEN PREPARED FOR A PURCHASE OR REFINANCE,ITS SCOPE IS LIMITED TO THE DETERMINATION OF TITLE DEFICIENCIES,AND IS NOT INTENDED FOR USE IN DESIGN OR CONSTRUCTION PURPOSES.RECIPIENTS MUST CONTACT OUR OFFICE FOR APPROVAL PRIOR TO SUCH USE.LANDTEC SURVEYING ASSUMES NO RESPONSIBILITIES FOR ERRORS RESULTING FROM FAILURE TO ADHERE TO THIS CLAUSE. 3.ANY FENCES SHOWN HEREON ARE ILLUSTRATIVE OF THEIR GENERAL POSITION ONLY.FENCE TIES SHOWN ARE TO GENERAL CENTERLINE OF FENCE.THIS OFFICE WILL NOT BE RESPONSIBLE FOR DAMAGES RESULTING FROM THE REMOVAL OF,OR CHANGES MADE TO,ANY FENCES UNLESS WE HAVE PROVIDED A SURVEY SPECIFICALLY LOCATING SAID FENCES FOR SUCH PURPOSES.DETERMINATION OFFENCE POSITIONS SHOULD BE BASED SOLELY ON THEIR PHYSICAL RELATIONSHIP TO THE MONUMENTED BOUNDARY LINES. 4.GRAPHIC REPRESENTATIONS MAY HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE MEASURED RELATIONSHIPS-DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED POSITIONS. 5.UNDERGROUND IMPROVEMENTS HAVE NOT BEEN LOCATED EXCEPT AS SPECIFICALLY SHOWN. 6.ELEVATIONS ARE BASED UPON NATIONAL GEODETIC VERTICAL DATUM(N.G.V.D.1929)OR NORTH AMERICAN VERTICAL DATUM(N.A.V.D.1988)AS SHOWN ON SHEET 1. 7.ALL BOUNDARY AND CONTROL DIMENSIONS SHOWN ARE FIELD MEASURED AND CORRESPOND TO RECORD INFORMATION UNLESS SPECIFICALLY NOTED OTHERWISE. B.ANY CORNERS SHOWN AS"SET"HAVE EITHER BEEN SET ON THE DATE OF FIELD WORK,OR WILL BE SET WITHIN 5 BUSINESS DAYS OF SAID DATE AND ARE IDENTIFIED WITH A CAP MARKED LS(LICENSED SURVEYOR)#5639. 1 HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE AS OUTLINED IN CHAPTER 5J-17.051&5J-17.052 OF PRINTING INSTRUCTIONS: THE FLORIDA ADMINISTRATIVE CODE,PURSUANT TO SECTION 472.027,FLORIDA STATUTES,AND THAT THE ELECTRONIC WHEN PRINTING THIS PDF IN ADOBE.SELECT"ACTUAL SIZE"TO ENSURE CORRECT SCALING. DO NOT USE"FIT. SIGNATURE AND SEAL HEREON MEETS PROCEDURES AS SET FORTH IN CHAPTER 5J-17.062.PURSUANT TO SECTION 472.025, FLORIDA STATUTES. LAANDTEC SIGNATURE DATE: 8/16/21 S U R V E Y I N G ANDREW SNYDER-PROFESSIONAL SURVEYOR AND MAPPER Proudly Serving Florida's Land Title & Real Estate Industries FLORIDA REGISTRATION NO.5639(NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OR THE ELECTRONIC SEAL --- measmra,6* Getterl OF THE FLORIDA LICENSED SURVEYOR AND MAPPER SHOWN ABOVE) LICENSED BUSINESS No.8007